Research Article
Numerical Study on the Behavior and Bearing Mechanism of Flat Slabs in Column Loss Events
Table 3
Summary of stress state of flat slab bars around columns A2 and B1 of the model RC.
| | Station | Slab bars around column A2 | Slab bars around column B1 | | Upper layer -X | Lower layer-X | Upper layer-Y | Lower layer-Y | Upper layer-X | Lower layer-X | Upper layer-Y | Lower layer-Y |
| | A | — | — | Yield | — | Yield | — | — | — |
| | B | — | — | F. of 4 A. bars F. of 3 C. bars | — | — | — | — | — |
| | C | — | — | F. of a C. bar | F. of 2 C. bars | F. of 4 A. bars F. of 3 C. bars | — | — | — |
| | D | — | — | F. of a C. bar | F. of 2 C. bars | F. of a C. bar | F. of a C. bar | — | — |
| | E | F. of a C. bar | — | F. of a C. bar | F. of a C. bar | — | F. of 2 C. bars | — | — |
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F: failure, C: continuous, A: add, X: X-direction, and Y: Y-direction.
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